CN117739889B - Geological disaster displacement monitor suitable for ground cracks and landslide - Google Patents
Geological disaster displacement monitor suitable for ground cracks and landslide Download PDFInfo
- Publication number
- CN117739889B CN117739889B CN202410189969.1A CN202410189969A CN117739889B CN 117739889 B CN117739889 B CN 117739889B CN 202410189969 A CN202410189969 A CN 202410189969A CN 117739889 B CN117739889 B CN 117739889B
- Authority
- CN
- China
- Prior art keywords
- sliding
- sliding ball
- ball
- fixedly connected
- pull rope
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000006073 displacement reaction Methods 0.000 title claims abstract description 23
- 238000005259 measurement Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 abstract description 16
- 230000008859 change Effects 0.000 abstract description 10
- 238000012544 monitoring process Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 241001465754 Metazoa Species 0.000 description 1
- 238000012806 monitoring device Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Testing Or Calibration Of Command Recording Devices (AREA)
Abstract
The invention relates to the technical field of geological monitoring, in particular to a geological disaster displacement monitor suitable for ground cracks and landslide, which comprises two bottom plates, wherein the two bottom plates are fixedly connected with shells, lifting plates are slidably connected inside the two shells, and measuring components are arranged on the two lifting plates and comprise a base, a positioning instrument, a first sliding ball, a second sliding ball, a pull rope and an annular rod; according to the invention, when the bottom plates positioned at two sides of the crack are subjected to relative displacement, the relative displacement condition of the two bottom plates can be judged by observing the conditions of the first sliding ball and the second sliding ball, when the earth surface soil moves to drive the two bottom plates to move, the second sliding ball can pull the pull rope, the angle change of the first sliding ball and the second sliding ball is observed, and the distance change of the first sliding ball and the second sliding ball is measured through the pull rope, so that the earth surface soil movement condition at two sides of the crack can be measured in a physical mode, and the earth surface movement direction can be accurately judged by combining the data of the positioning instrument.
Description
Technical Field
The invention relates to the technical field of geological monitoring, in particular to a displacement monitor suitable for geological disasters of ground cracks and landslide.
Background
The earth crust movement, the plate movement and the like are the reasons for earthquake and some earth surface phenomena, and the earth crust movement and the plate movement can also cause the phenomena of ground cracks, landslide and the like, so that the underground plate movement needs to be monitored so as to timely early warn possible dangerous situations such as earthquake and the like.
The patent with the bulletin number of CN208109058U discloses a crack-preventing monitoring device for geological disaster group measurement, which comprises a mechanical conduction subsystem, a sensing subsystem, a collecting and controlling subsystem and an alarming and displaying subsystem, wherein the mechanical conduction subsystem conducts displacement changes of cracks to the sensing subsystem through mechanical structure measurement, the sensing subsystem collects signals sent by the mechanical conduction subsystem and calculates acceleration change quantity, the collecting and controlling subsystem is electrically connected with the sensing subsystem, the collecting and controlling subsystem calculates the acceleration change quantity in real time, and the alarming and displaying subsystem is used for displaying running states and alarming functions of equipment.
In this patent, since a large number of sensors and electronic systems are used for monitoring, the whole monitoring system is too sensitive, and the device vibration caused by the passage of animals around the device and the weather such as strong wind is easily determined as the movement of the ground surface crack soil, that is, the monitoring system of the device is too sensitive and is easily misdetermined, so that an apparatus capable of intuitively measuring the movement of the crack soil is needed to solve the problem.
Disclosure of Invention
In order to solve the technical problems, the invention provides a displacement monitor suitable for geological disasters of ground cracks and landslide, which can be used for monitoring the displacement condition of the ground surface so as to assist in judging the approximate process and direction of the movement of an underground plate.
The technical solution for realizing the purpose of the invention is as follows: the utility model provides a be applicable to ground crack, landslide geological disaster displacement monitor, includes two bottom plates, all is provided with a plurality of pegs on two bottom plates, two equal fixedly connected with casing on the bottom plate, the inside equal sliding connection of two casings has the lifter plate, is provided with measuring assembly on two lifter plates, measuring assembly includes base, locater, first sliding ball, second sliding ball, stay cord and annular pole, two the base is fixed connection respectively on two lifter plates, and two locater is fixed connection respectively in the inside of two bases, and first sliding ball and second sliding ball are sliding connection respectively on two bases, two annular pole is fixed connection respectively on two bases, first sliding ball and second sliding ball respectively with two annular pole sliding connection, the one end fixed connection of stay cord is on the second sliding ball, and the other end of stay cord is hollow structure, and the inside of first sliding ball is provided with tractive subassembly and auxiliary assembly, is provided with between first sliding ball and the second sliding ball, and the inside of two casings is provided with adjusting part.
Preferably, the pulling assembly comprises a groove, a rotating rod and a clockwork spring, wherein the groove is formed in the inner wall of the first sliding ball, the rotating rod is rotationally connected to the inside of the groove, and the clockwork spring is fixedly connected between the rotating rod and the inner wall of the groove.
Preferably, the pulling assembly further comprises a shell and a through hole, the shell is fixedly connected to the inner wall of the first sliding ball, the through hole is formed in the shell, one end of the pull rope is fixedly connected to the rotating rod, and the pull rope penetrates through the through hole.
Preferably, the auxiliary assembly comprises a bracket and round holes, wherein two brackets are fixedly connected to the inner wall of the first sliding ball, the two round holes are respectively formed in the two brackets, and the pull rope penetrates through the two round holes.
Preferably, the auxiliary assembly further comprises sliding grooves, sliding blocks, first pressure springs, rotating shafts and rollers, the four sliding grooves are formed in the inner walls of the first sliding balls, the four sliding blocks are respectively and slidably connected in the four sliding grooves, the four first pressure springs are respectively and fixedly connected between the inner walls of the four sliding grooves and the four sliding blocks, two ends of the two rotating shafts are respectively and rotatably connected with the four sliding blocks, the two rollers are respectively and fixedly connected with the two rotating shafts, and the pull rope is located between the two rollers.
Preferably, the protection component comprises a slot and an inserting rod, the two slots are respectively arranged on the surfaces of the first sliding ball and the second sliding ball, and two ends of the inserting rod are respectively connected with the inner parts of the two slots in a sliding mode.
Preferably, the protection assembly further comprises a fixing ring, a rubber barrel, an annular groove and an elastic hoop, wherein the two fixing rings are respectively and fixedly connected to the first sliding ball and the second sliding ball, the rubber barrel is arranged between the two fixing rings, the two annular grooves are respectively arranged between the two fixing rings, and the two elastic hoops are respectively and fixedly connected to two ends of the rubber barrel.
Preferably, the adjusting component comprises a first limiting block, a second limiting block and a second pressure spring, wherein the two first limiting blocks are respectively connected to the bottom inner walls of the two shells in a sliding mode, the two second limiting blocks are respectively fixedly connected to the bottoms of the two lifting plates, the two first limiting blocks are respectively connected with the two second limiting blocks in a sliding mode, and the second pressure spring is fixedly connected between the bottom inner walls of the two shells and the two lifting plates.
Preferably, the adjusting assembly further comprises a knob and a screw rod, the two screw rods are respectively connected to the inner walls of the two shells in a rotating mode, the two screw rods are respectively connected with the two first limiting blocks in a threaded mode, the two knob is respectively fixedly connected to the two screw rods, and the two knob is respectively connected to the two shells in a rotating mode.
Compared with the prior art, the invention has the remarkable advantages that:
The method comprises the following steps: in the invention, two bottom plates can be respectively placed on two sides of a ground surface crack, then the two knobs are rotated, the heights of the lifting plates are adjusted, the first sliding ball and the second sliding ball are positioned at the same horizontal height by adjusting the heights of the two lifting plates, then the first sliding ball and the second sliding ball are slid, the first sliding ball and the second sliding ball are opposite to each other, at the moment, the inserted rod is placed in the two slots, the inserted rod can be placed in, the first sliding ball and the second sliding ball are indicated to be in the position opposite to each other, at the moment, the two bottom plates are fixed on the ground through the inserted nails, the distance between the first sliding ball and the second sliding ball is measured through the measuring tool, and at the moment, the initial states of the first sliding ball and the second sliding ball are known.
And two,: in the invention, when the underground plate moves to cause the displacement of soil on the earth surface, the soil at the two sides of the crack can move towards different directions, and at the moment, the movement condition of the two bottom plates can be monitored through the positioning instruments in the two bases.
And thirdly,: according to the invention, when the bottom plates positioned at two sides of the crack are subjected to relative displacement, the relative displacement condition of the two bottom plates can be judged by observing the conditions of the first sliding ball and the second sliding ball, when the earth surface soil moves to drive the two bottom plates to move, the second sliding ball can pull the pull rope, the angle change of the first sliding ball and the second sliding ball is observed, and the distance change of the first sliding ball and the second sliding ball is measured through the pull rope, so that the earth surface soil movement condition at two sides of the crack can be measured in a physical mode, and the earth surface movement direction can be accurately judged by combining the data of the positioning instrument.
Fourth, it is: in the invention, when the first sliding ball and the second sliding ball relatively displace because of the movement of earth surface soil, the pull rope on the second sliding ball can generate pulling force on the other end of the pull rope, the other end of the pull rope is wound on the rotating rod, the rotating rod is subjected to the elastic force of the clockwork spring, so that the pull rope can be always in a tight state, the elastic force of the clockwork spring is applied to the rotating rod and the pull rope, and the first sliding ball and the second sliding ball at two ends of the pull rope can slide on two bases respectively after relatively far away from each other, so that the first sliding ball and the second sliding ball are always in a right-facing state.
Drawings
The invention is further explained below with reference to the drawings and examples:
FIG. 1 is a schematic perspective view of the present invention;
FIG. 2 is an exploded view of the partial structure of FIG. 1 in accordance with the present invention;
FIG. 3 is a schematic view showing the internal structure of a first slide ball according to the present invention;
FIG. 4 is a schematic view of a connection structure of a second sliding ball and a protection component according to the present invention;
FIG. 5 is a schematic view showing the internal structure of the housing according to the present invention;
fig. 6 is an exploded view of the internal structure of the first slide ball according to the present invention.
Reference numerals illustrate:
1. A bottom plate; 2. inserting nails; 3. a housing; 4. a lifting plate; 5. a measurement assembly; 51. a base; 52. a positioning instrument; 53. a first sliding ball; 54. a second sliding ball; 55. a pull rope; 56. an annular rod; 6. a pulling assembly; 61. a groove; 62. a rotating rod; 63. a clockwork spring; 64. a housing; 65. a through hole; 7. an auxiliary component; 71. a bracket; 72. a round hole; 73. a chute; 74. a slide block; 75. a first compression spring; 76. a rotating shaft; 77. a roller; 8. a protective assembly; 81. a slot; 82. a rod; 83. a fixing ring; 84. a rubber cylinder; 85. an annular groove; 86. an elastic cuff; 9. an adjustment assembly; 91. a knob; 92. a screw; 93. a first limiting block; 94. a second limiting block; 95. and a second compression spring.
Detailed Description
The following detailed description of the present invention clearly and fully describes the technical solutions of the embodiments of the present invention, and it is apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
The invention provides a displacement monitor suitable for ground cracks and landslide geological disasters by improving the displacement monitor, which has the following technical scheme:
As shown in fig. 1-6, a geological disaster displacement monitor suitable for ground cracks and landslide comprises two bottom plates 1, a plurality of inserting nails 2 are arranged on the two bottom plates 1, a shell 3 is fixedly connected to the two bottom plates 1, lifting plates 4 are slidably connected to the interiors of the two shells 3, a measuring component 5 is arranged on the two lifting plates 4, the measuring component 5 comprises a base 51, a positioning instrument 52, a first sliding ball 53, a second sliding ball 54, a pull rope 55 and an annular rod 56, the two bases 51 are fixedly connected to the two lifting plates 4 respectively, the two positioning instrument 52 is fixedly connected to the interiors of the two bases 51 respectively, a first sliding ball 53 and a second sliding ball 54 are fixedly connected to the two bases 51 respectively, the two annular rods 56 are fixedly connected to the two bases 51 respectively, one end of the pull rope 55 is fixedly connected to the second sliding ball 54, the other end of the pull rope 55 is of a hollow structure, the other end of the pull rope 55 is positioned in the interior of the first sliding ball 53, the first sliding ball 53 and the interior of the second sliding ball 53 are provided with an auxiliary sliding ball component 7, and an auxiliary sliding ball component 8 is arranged between the two sliding ball components 6 and the first sliding ball 3 and the second sliding ball 8 are arranged in the two bases 51.
The first sliding ball 53 and the second sliding ball 54 can be installed on the soil at two sides of the surface crack, so when the soil at two sides of the crack moves, the first sliding ball 53 and the second sliding ball 54 can relatively displace, at the moment, the state change of the first sliding ball 53 and the second sliding ball 54 and the length change of the stay cord 55 between the two sliding balls are recorded, and the movement condition of the soil at two sides of the crack can be monitored in a physical mode.
Further, the pulling assembly 6 includes a groove 61, a rotating rod 62 and a spring 63, the groove 61 is opened on the inner wall of the first sliding ball 53, the rotating rod 62 is rotatably connected to the inner portion of the groove 61, and the spring 63 is fixedly connected between the rotating rod 62 and the inner wall of the groove 61.
When the first sliding ball 53 and the second sliding ball 54 relatively move, the pull rope 55 between the first sliding ball 53 and the second sliding ball 54 is stretched, and because one end of the pull rope 55 is fixed on the rotating rod 62 and the end of the rotating rod 62 is connected with the clockwork spring 63, tension is applied to the pull rope 55, when the first sliding ball 53 and the second sliding ball 54 are caused to relatively move, the first sliding ball 53 and the second sliding ball 54 always face each other under the action of tension of the pull rope 55, and meanwhile, the pull rope 55 is always in a tight state.
Further, the pulling assembly 6 further includes a housing 64 and a through hole 65, the housing 64 is fixedly connected to the inner wall of the first sliding ball 53, the through hole 65 is formed in the housing 64, one end of the pull rope 55 is fixedly connected to the rotating rod 62, the pull rope 55 penetrates through the through hole 65, the housing 64 wraps the pull rope 55 therein, and the pull rope 55 is prevented from being clamped on the support 71 and other structures in the first sliding ball 53.
Further, the auxiliary assembly 7 comprises a bracket 71 and a round hole 72, the two brackets 71 are fixedly connected to the inner wall of the first sliding ball 53, the two round holes 72 are respectively formed in the two brackets 71, the pull rope 55 penetrates through the two round holes 72, the brackets 71 play a role in guiding the pull rope 55, and the pull rope 55 always moves in a linear track.
Further, the auxiliary assembly 7 further comprises a sliding groove 73, a sliding block 74, a first pressure spring 75, a rotating shaft 76 and rollers 77, the four sliding grooves 73 are formed in the inner wall of the first sliding ball 53, the four sliding blocks 74 are respectively and slidably connected in the four sliding grooves 73, the four first pressure springs 75 are respectively and fixedly connected between the inner wall of the four sliding grooves 73 and the four sliding blocks 74, two ends of the two rotating shafts 76 are respectively and rotatably connected with the four sliding blocks 74, the two rollers 77 are respectively and fixedly connected to the two rotating shafts 76, and the pull rope 55 is positioned between the two rollers 77.
When the pull cord 55 is elongated due to the relative movement of the first sliding ball 53 and the second sliding ball 54, the two rollers 77 rotate along with the movement of the pull cord 55, so that the movement of the pull cord 55 is more stable, and the pull cord 55 is not easy to loosen.
Further, the protection component 8 includes a slot 81 and a plunger 82, the two slots 81 are respectively disposed on the surfaces of the first sliding ball 53 and the second sliding ball 54, and two ends of the plunger 82 are respectively slidably connected to the inside of the two slots 81.
In mounting the two base plates 1, both ends of the insert rod 82 may be respectively inserted into the two slots 81 to determine initial states of the first and second balls 53 and 54 to be opposite to each other, and if the initial states of the first and second balls 53 and 54 are not opposite to each other, the insert rod 82 cannot be simultaneously inserted into the two slots 81.
Further, the protection component 8 further includes a fixing ring 83, a rubber barrel 84, an annular groove 85 and an elastic hoop 86, the two fixing rings 83 are respectively and fixedly connected to the first sliding ball 53 and the second sliding ball 54, the rubber barrel 84 is disposed between the two fixing rings 83, the two annular grooves 85 are respectively disposed between the two fixing rings 83, and the two elastic hoops 86 are respectively and fixedly connected to two ends of the rubber barrel 84.
Through the two elastic hoops 86 are sleeved in the two annular grooves 85, the rubber cylinder 84 can be fixed between the two fixing rings 83, so that the pull rope 55 is protected through the rubber cylinder 84, the pull rope 55 is prevented from being blown by wind and sun, the elastic hoops 86 can be elastic rubber rings, and the rubber cylinder 84 is soft and can be easily elongated.
Further, the adjusting component 9 comprises a first limiting block 93, a second limiting block 94 and a second pressure spring 95, wherein the two first limiting blocks 93 are respectively and slidably connected to the bottom inner walls of the two shells 3, the two second limiting blocks 94 are respectively and fixedly connected to the bottoms of the two lifting plates 4, the two first limiting blocks 93 are respectively and slidably connected with the two second limiting blocks 94, and the second pressure spring 95 is fixedly connected between the bottom inner walls of the two shells 3 and the two lifting plates 4.
The cross sections of the first limiting block 93 and the second limiting block 94 are right trapezoid, under the action of the elastic force of the second pressure spring 95, the lifting plate 4 is subjected to downward pulling force, and the second limiting block 94 and the lifting plate 4 can be pushed upwards by the horizontal movement of the first limiting block 93, so that the height of the lifting plate 4 can be changed by the movement of the first limiting block 93, and the height of the first sliding ball 53 and the height of the second sliding ball 54 can be adjusted, so that the first sliding ball and the second sliding ball are at the same horizontal height.
Further, the adjusting assembly 9 further comprises a knob 91 and a screw 92, the two screws 92 are respectively connected to the inner walls of the two shells 3 in a rotating way, the two screws 92 are respectively connected with the two first limiting blocks 93 in a threaded way, the two knobs 91 are respectively fixedly connected to the two screws 92, the two knobs 91 are respectively connected to the two shells 3 in a rotating way, and the screws 92 can be controlled to rotate by rotating the knobs 91 so that the first limiting blocks 93 can move.
The specific working method is as follows: firstly, two bottom plates 1 are respectively placed at two positions, such as two sides of a ground surface crack, then two knobs 91 are rotated, two screws 92 are rotated and drive two first limiting blocks 93 to move, the first limiting blocks 93 can drive the second limiting blocks 94 to move up and down, so that the height of the lifting plates 4 is adjusted, the first sliding balls 53 and the second sliding balls 54 are positioned at the same horizontal height through adjusting the height of the two lifting plates 4, then the first sliding balls 53 and the second sliding balls 54 are slid, the first sliding balls 53 and the second sliding balls 54 are opposite to each other, at the moment, the inserting rods 82 are placed in the two inserting grooves 81, the inserting rods 82 can be placed, the fact that the first sliding balls 53 and the second sliding balls 54 are positioned opposite to each other is indicated, at the moment, the two bottom plates 1 are fixed on the ground through the inserting nails 2, and the distance between the first sliding balls 53 and the second sliding balls 54 is measured through measuring tools.
After that, in a period of time, when the underground plate moves to cause the displacement of the soil on the earth surface, the soil on two sides of the crack moves towards different directions, at this time, the positioning instruments 52 in the two bases 51 can monitor the movement condition of the two bottom plates 1, when the bottom plates 1 on two sides of the crack relatively displace, the condition of the first sliding ball 53 and the second sliding ball 54 can be observed to judge the relative displacement condition of the two bottom plates 1, when the earth surface soil moves to drive the two bottom plates 1 to move, the second sliding ball 54 can pull the pull rope 55, the other end of the pull rope 55 is wound on the rotating rod 62, the rotating rod 62 is subjected to the elasticity of the spring 63, so that the pull rope 55 can be always in a tight state, and the elasticity of the spring 63 is applied to the rotating rod 62 and the pull rope 55, so that the first sliding ball 53 and the second sliding ball 54 on two ends of the pull rope 55 slide on the two bases 51 after relatively far away, so that the first sliding ball 53 and the second sliding ball 54 are always in a state of being opposite to observe the angle change of the first sliding ball 53 and the second sliding ball 54, and the angle change of the earth surface soil on two sides can be accurately judged by measuring the movement condition of the two sides of the two sliding balls, and measuring the movement direction of the earth surface 52.
The technical means disclosed by the scheme of the invention is not limited to the technical means disclosed by the technical means, and also comprises the technical scheme consisting of the technical characteristics and the equivalent substitution. The present invention is not limited to the prior art.
Claims (5)
1. The utility model provides a be applicable to ground crack, landslide geological disaster displacement monitor, includes two bottom plates (1), all is provided with a plurality of inserted pins (2), its characterized in that on two bottom plates (1): two on bottom plate (1) all fixedly connected with casing (3), the inside of two casing (3) all sliding connection has lifter plate (4), is provided with measurement subassembly (5) on two lifter plate (4), measurement subassembly (5) include base (51), positioner (52), first slide ball (53), second slide ball (54), stay cord (55) and annular pole (56), two base (51) are fixed connection respectively on two lifter plate (4), and two positioner (52) are fixed connection respectively on the inside of two base (51), and first slide ball (53) and second slide ball (54) are sliding connection respectively on two base (51), and two annular pole (56) are fixed connection respectively on two base (51), first slide ball (53) and second slide ball (54) are sliding connection respectively with two annular pole (56), one end fixed connection of stay cord (55) is on second slide ball (54), and first slide ball (53) are the inside of two slide ball (53) and second slide ball (8), and the other end of stay cord (55) are the inside of a first slide ball (53) and second slide ball (8), and the second slide ball (8) are provided with protection subassembly, an adjusting component (9) is arranged inside the two shells (3);
The traction assembly (6) comprises a groove (61), a rotating rod (62) and a clockwork spring (63), the groove (61) is arranged on the inner wall of the first sliding ball (53), the rotating rod (62) is rotationally connected to the inside of the groove (61), and the clockwork spring (63) is fixedly connected between the rotating rod (62) and the inner wall of the groove (61);
The traction assembly (6) further comprises a shell (64) and a through hole (65), the shell (64) is fixedly connected to the inner wall of the first sliding ball (53), the through hole (65) is formed in the shell (64), one end of the pull rope (55) is fixedly connected to the rotating rod (62), and the pull rope (55) penetrates through the through hole (65);
The auxiliary assembly (7) comprises brackets (71) and round holes (72), the two brackets (71) are fixedly connected to the inner wall of the first sliding ball (53), the two round holes (72) are respectively formed in the two brackets (71), and the pull rope (55) penetrates through the two round holes (72);
The auxiliary assembly (7) further comprises sliding grooves (73), sliding blocks (74), first pressure springs (75), rotating shafts (76) and rollers (77), the four sliding grooves (73) are formed in the inner walls of the first sliding balls (53), the four sliding blocks (74) are respectively and slidably connected to the inner portions of the four sliding grooves (73), the four first pressure springs (75) are respectively and fixedly connected between the inner walls of the four sliding grooves (73) and the four sliding blocks (74), two ends of the two rotating shafts (76) are respectively and rotatably connected with the four sliding blocks (74), the two rollers (77) are respectively and fixedly connected to the two rotating shafts (76), and the pull ropes (55) are located between the two rollers (77).
2. The monitor for geological disaster displacement of ground fissures and landslide according to claim 1, wherein: the protection component (8) comprises a slot (81) and a plug rod (82), wherein the two slots (81) are respectively formed in the surfaces of the first sliding ball (53) and the second sliding ball (54), and two ends of the plug rod (82) are respectively connected with the interiors of the two slots (81) in a sliding mode.
3. The monitor for geological disaster displacement of ground fissures and landslide according to claim 1, wherein: the protection assembly (8) further comprises a fixing ring (83), a rubber barrel (84), annular grooves (85) and elastic hoops (86), wherein the two fixing rings (83) are respectively and fixedly connected to the first sliding ball (53) and the second sliding ball (54), the rubber barrel (84) is arranged between the two fixing rings (83), the two annular grooves (85) are respectively arranged between the two fixing rings (83), and the two elastic hoops (86) are respectively and fixedly connected to two ends of the rubber barrel (84).
4. The monitor for geological disaster displacement of ground fissures and landslide according to claim 1, wherein: the adjusting component (9) comprises a first limiting block (93), a second limiting block (94) and a second pressure spring (95), wherein the two first limiting blocks (93) are respectively and slidably connected to the bottom inner walls of the two shells (3), the two second limiting blocks (94) are respectively and fixedly connected to the bottoms of the two lifting plates (4), the two first limiting blocks (93) are respectively and slidably connected with the two second limiting blocks (94), and the second pressure spring (95) is fixedly connected between the bottom inner walls of the two shells (3) and the two lifting plates (4).
5. The monitor for geological disaster displacement of ground fissures and landslide of claim 4, wherein: the adjusting component (9) further comprises a knob (91) and a screw rod (92), the two screw rods (92) are respectively connected to the inner walls of the two shells (3) in a rotating mode, the two screw rods (92) are respectively connected with the two first limiting blocks (93) in a threaded mode, the two knob (91) are respectively fixedly connected to the two screw rods (92), and the two knob (91) are respectively connected to the two shells (3) in a rotating mode.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410189969.1A CN117739889B (en) | 2024-02-21 | 2024-02-21 | Geological disaster displacement monitor suitable for ground cracks and landslide |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202410189969.1A CN117739889B (en) | 2024-02-21 | 2024-02-21 | Geological disaster displacement monitor suitable for ground cracks and landslide |
Publications (2)
Publication Number | Publication Date |
---|---|
CN117739889A CN117739889A (en) | 2024-03-22 |
CN117739889B true CN117739889B (en) | 2024-04-30 |
Family
ID=90261362
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202410189969.1A Active CN117739889B (en) | 2024-02-21 | 2024-02-21 | Geological disaster displacement monitor suitable for ground cracks and landslide |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN117739889B (en) |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5430953A (en) * | 1993-02-18 | 1995-07-11 | Queen's University At Kingston | Apparatus for detecting or measuring movements in geological formations and other massive structures |
CN101881592A (en) * | 2010-06-17 | 2010-11-10 | 同济大学 | Self-advancing slide rail pendulous ground fissure deformation monitoring device |
EP2275642A1 (en) * | 2009-07-17 | 2011-01-19 | Agisco S.r.l. | System for detection and monitoring of deep land subsidence |
CN102168939A (en) * | 2011-01-17 | 2011-08-31 | 中国科学院力学研究所 | Three-dimensional measuring method and device for earth surface cracks |
CN108458682A (en) * | 2018-05-21 | 2018-08-28 | 吴疆 | One kind being used for geological disaster mass presdiction and disaster prevention Crack Monitoring device and method |
CN111256566A (en) * | 2020-02-12 | 2020-06-09 | 重庆三峡学院 | Ground crack geological disaster measuring device |
CN212158456U (en) * | 2020-06-10 | 2020-12-15 | 云南能源职业技术学院 | Geological disaster ground crack deformation measuring device |
CN213422133U (en) * | 2020-11-06 | 2021-06-11 | 中国建筑材料工业地质勘查中心吉林总队 | Novel intelligent geological disaster monitoring device |
JP2021181923A (en) * | 2020-05-19 | 2021-11-25 | 株式会社興和 | Geography measurement device and geography measurement method |
CN114363388A (en) * | 2022-01-19 | 2022-04-15 | 李冬梅 | Real-time online geological disaster monitoring device based on pile burying method |
CN218066291U (en) * | 2022-08-29 | 2022-12-16 | 四川九0九建设工程有限公司 | Automatic monitoring devices suitable for prevention and cure of geological disasters |
-
2024
- 2024-02-21 CN CN202410189969.1A patent/CN117739889B/en active Active
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5430953A (en) * | 1993-02-18 | 1995-07-11 | Queen's University At Kingston | Apparatus for detecting or measuring movements in geological formations and other massive structures |
EP2275642A1 (en) * | 2009-07-17 | 2011-01-19 | Agisco S.r.l. | System for detection and monitoring of deep land subsidence |
CN101881592A (en) * | 2010-06-17 | 2010-11-10 | 同济大学 | Self-advancing slide rail pendulous ground fissure deformation monitoring device |
CN102168939A (en) * | 2011-01-17 | 2011-08-31 | 中国科学院力学研究所 | Three-dimensional measuring method and device for earth surface cracks |
CN108458682A (en) * | 2018-05-21 | 2018-08-28 | 吴疆 | One kind being used for geological disaster mass presdiction and disaster prevention Crack Monitoring device and method |
CN111256566A (en) * | 2020-02-12 | 2020-06-09 | 重庆三峡学院 | Ground crack geological disaster measuring device |
JP2021181923A (en) * | 2020-05-19 | 2021-11-25 | 株式会社興和 | Geography measurement device and geography measurement method |
CN212158456U (en) * | 2020-06-10 | 2020-12-15 | 云南能源职业技术学院 | Geological disaster ground crack deformation measuring device |
CN213422133U (en) * | 2020-11-06 | 2021-06-11 | 中国建筑材料工业地质勘查中心吉林总队 | Novel intelligent geological disaster monitoring device |
CN114363388A (en) * | 2022-01-19 | 2022-04-15 | 李冬梅 | Real-time online geological disaster monitoring device based on pile burying method |
CN218066291U (en) * | 2022-08-29 | 2022-12-16 | 四川九0九建设工程有限公司 | Automatic monitoring devices suitable for prevention and cure of geological disasters |
Also Published As
Publication number | Publication date |
---|---|
CN117739889A (en) | 2024-03-22 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109916724B (en) | Test device for simulating unloading mechanical response process of underground rock-soil body excavation | |
CN109490100B (en) | Drill string friction torque test device | |
US8035374B1 (en) | Pipe stress detection tool using magnetic barkhausen noise | |
CN110108551B (en) | Rock mechanical property testing device and method based on acoustic emission detection technology | |
CN1075207A (en) | The device and method that is used for the impulse test of electric generator stator wedge tightness | |
CN117739889B (en) | Geological disaster displacement monitor suitable for ground cracks and landslide | |
CN212932251U (en) | Asphalt concrete shear strength detection device | |
CN116479952A (en) | Bridge foundation settlement deformation monitoring device and monitoring method | |
CN111413131A (en) | Suspension tunnel anchor rope inefficacy and dynamic response test device that collapses in succession | |
CN216978589U (en) | Digital display resiliometer test auxiliary device | |
KR101949725B1 (en) | Staff device for measuring underground facility | |
CN218729310U (en) | Alarm device for preventing foundation pit slope collapse | |
CN111139812A (en) | Static sounding device and method for geotechnical geological exploration | |
CN111025422A (en) | Cable path instrument performance evaluation device and method | |
CN210323239U (en) | Test system suitable for multi-gear transmission conductor deicing fault research | |
CN211855880U (en) | Suspension tunnel anchor rope inefficacy and dynamic response test device that collapses in succession | |
CN215179186U (en) | Test device for simulating soil-shifting interaction under multidirectional stratum movement | |
CN112229285B (en) | Tunnel blasting excavation earth surface vibration intensity detection device and detection method thereof | |
CN108225431A (en) | For the multi-parameter sensor and method of mining Subsidence Area, slip mass to be observed continuously | |
CN112129630B (en) | Horizontal stress testing device for working platform | |
CN113049381A (en) | Foundation pit support simulation test device and system | |
CN216520753U (en) | Survey equipment based on building site uses | |
CN220206846U (en) | Tunnel blasting vibration monitoring device close to existing operation line | |
CN103884634B (en) | A kind of stressed method of testing the stressed titration apparatus of tunnel rock and measuring rock | |
CN220773798U (en) | Teaching device for simulating deformation of inclinometer |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |